Verdrehung der Brückenenden

Josef Eisenmann

Verdrehung der Brückenenden

Translated title of the contribution: Twisting of bridge ends

Josef Eisenmann

Former organisations of Engineering and Design

Research output: Contribution to specialist publication › Article

Abstract

The twisting of bridge ends should be restricted to 2% so as to avoid damage to the permanent way, especially on high-speed lines. The article discusses the effect of the end tangent angle on slab track.

Translated title of the contribution	Twisting of bridge ends
Original language	German
Pages	x2-x3
Volume	49
No	5
Specialist publication	Eisenbahningenieur
State	Published - 1998

Cite this

@misc{dad48d639bed4a7fba8bf38b64643c7c,

title = "Verdrehung der Br{\"u}ckenenden",

abstract = "The twisting of bridge ends should be restricted to 2\% so as to avoid damage to the permanent way, especially on high-speed lines. The article discusses the effect of the end tangent angle on slab track.",

author = "Josef Eisenmann",

year = "1998",

language = "Deutsch",

volume = "49",

pages = "x2--x3",

journal = "Eisenbahningenieur",

issn = "0013-2810",

publisher = "Tetzlaff Verlag GmbH and Co. KG",

}

TY - GEN

T1 - Verdrehung der Brückenenden

AU - Eisenmann, Josef

PY - 1998

Y1 - 1998

N2 - The twisting of bridge ends should be restricted to 2% so as to avoid damage to the permanent way, especially on high-speed lines. The article discusses the effect of the end tangent angle on slab track.

AB - The twisting of bridge ends should be restricted to 2% so as to avoid damage to the permanent way, especially on high-speed lines. The article discusses the effect of the end tangent angle on slab track.

UR - https://www.scopus.com/pages/publications/17344372335

M3 - Artikel

AN - SCOPUS:17344372335

SN - 0013-2810

VL - 49

SP - x2-x3

JO - Eisenbahningenieur

JF - Eisenbahningenieur

ER -

Verdrehung der Brückenenden

Abstract

Other files and links

Fingerprint

Cite this